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i <br /> � S rf�l����: <br /> , �� . <br /> - �AVID s <br /> � � `�4�' oF was�f����, <br /> � �~���� � �c�� � <br /> � -- -- - -- - - � � � � <br /> �-�� ; ,. � ; � ;� ,� ��� � � � <br /> � � � � �� ( ) � � � N 1 �� � , � � � � � ( �,� � � � ��_�� � � � � � ,p� ��, 33253 �b �'�' <br /> , i <br /> � � � ) � i � <br /> , -� � � � � <br /> ' � �- �� % A / �_,;�� �,.�; A. / i� .` i� '�. � , ,, ` �; •�. �� U�' � <br /> - _ _ - _ - � -�-� -- �� ' � �`�SIONAL ��'� <br /> � � <br /> , � � � _ � <br /> � � (E) BLDG � �� � C'ROJEC C : <br /> � � �yV1 i W2 � - <br /> - , , ; �, ; , � ESF F�CILITIES � <br /> � 7'-0" , , CONC KNEE WALL , � � � � <br /> � (2'-4" HIGH) - - � " � �E��IL <br /> � ~ � N � Q��� � � E��1�ET� <br /> N �� �� �e � <br /> ��\ I ------- - � � .� i -- - � V <br /> - - <br /> ----- -- - -- --- - - - - <br /> �� �-- -r <br /> - -......... _..--- <br /> , , � ; � � �,. - � � _ . ,.;.,, <br /> , � i , ;. , .... ..:,�� . ,,,. � . � <br /> �- -- -- - ..... - ___._ < .. <br /> /� � ,, , ' �?� :: �...���a • ;' /// I!�% %%// � / � ' <br /> � , � � ' 1� ' /%/i%/i'���_'�L�� /�%/// /// _ %// /_/l//,/�////�1 // /// � //�/,�i//�/////i// /, //// E; ������������ ,.,., .. .�.. .: � �� ;: .... .. ...:�.������...:. ...... .... ... ��-� 6�04 F V N W AY <br /> , _ � � <br /> _ � ; <br /> �/ I� _ _.__ _ _ I � ER RE <br /> � � w <br /> � <br /> � , , � j ��: z EVEEZETT, WA 98203 � <br /> � <br /> . � � <br /> . <br /> . <br /> , : <br /> , <br /> ,� - � � <br /> _ � ; , �. � <br /> o ; , , �� . _ ___ ____� . ._ _. _ _ <br /> . 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I �. : 4 <br /> : z . :_....__._ ._.._..- -. _ ..._ _._ <br /> � i� " u ..._. ......_.. <br /> � � <br /> � B �' � T.Q.FTG = 425.0' � � 3 � � <br /> � ,� , <br /> � ,, <br /> � ; � ���� <br /> , ° <br /> � <br /> �: �t 30 � '�� ,` R) . <br /> �� � <br /> � � _, �� <br /> . ,--� � (nP) ; �:: � 30 _ . �n E ; � � � ����� � <br /> � ,���� ����, �� __ _�. _.... �__ �« _��_�_ ------__ _ ___ __� i _ _ _ ----�-- __ - -i__ __ ---!- ____ _----- _- --- - --�- - - � - � - - -- _ o�� _- -- - -- - <br /> - - - <br /> ��� ,�,� �.� � - - - - - - - . ....... � __ o �rc - 5 0' � �� 2„ �,_. __..... � � � <br /> _ � _.. <br /> _ � . - . � ��� � ���0������ <br />� � � � � �� �� 4z ��, <br /> , T. i TMK <br /> � , <br /> 1 ,� <br /> � (�'P) I � �, i �� eo <br /> �" '` - - - - ' ,� �- --- -- - ' � ��0 - - � AFZ.CHITECTS, INC. <br /> � \ , � � � i <br /> ;� � � - _ _ _ _ _ _ _ _ �__ __ a - � - H __ _ _ _ _ _ _ __ - � <br /> � ,� C1 C2 C3 �� �� � C4 � � � <br /> ����-- ;� ; :; ' 1 -0 '� � ���....._ �� � � � � ��. ; ,; � ; \ - <br /> � ;� (nP) � � i � i i i � 30 � i ,,� , � � su o -�16-rH f�vENUE NE <br /> ; � <br /> � ��� F8.0 �F8.5 � � F7.5 N � F7.0 � � � <br /> �. <br /> co �:t'`� ', � ' y-'� "M I._.._i..,. _- � � / � � <br /> ; <br /> � `" � � b-2'-o" � l3ELLE� llE, WA �8U0-F <br /> � � � <br /> `� t , � _ � <br /> : , <br /> -_ , � � � � <br /> � <br /> ; � _ <br /> ;� � <br /> � <br /> � , <br /> l C' ;'� - - --``Y'- = -- - - - -- - - �-- - ___- � - -- _ � - -- - - - ; -- - ----- --.. � - t-1'-0" - ------ - ------ - - � �k25.637.0�31 <br /> � � <br /> , , -, ; <br /> � : <br /> ��_. <br /> �, � ;� <br /> �,_ ,, ��. r- <br /> - ;; 12 THK CONC <br /> �: 5" THK SLAB ON GRADE , o ���„_ `� �.� QpS, o Fr1X.637.1878 <br /> � t`_, RETAINING WALL T.O.FfG = 425.0' � � W� #4 AT 16" OC EW AT � I SWF2 � , I ' � ; � l v�,0 � � <br /> (nP) , MID-DEPTH , „ ; '�� ..I,,,, FUTURE SLA TO BE � � , ;� o`? ���� <br /> , >, � 5 6 � I�; ' �-� � Q 1. ARCHIlEC1URAL DR�1NAPdGS � <br /> ,� ' �: b-4 -0 I T.O.SLAB = 426.0 I , , COORDINATED AT LATER STAGE. s ,� v�,,e <br /> �� 1HE PRIIAE C�11RA�CT DR�YNldGS. <br /> c� t=2'-0" � (SEE ARCHT/CIVIL FOR k �_ ; � � ��' C11AL, LAPIDSCAPE S�1C�URAI, <br /> � o `�`; � (TYP) I SLAB SLOPE) F ` ` f '` ; #� �, � �IEqiANICl1L� PLUY61NGo <br /> �', � <br /> _ � � � <br /> , C M.� � ELECTRI� ANO FlRE <br /> � , ; � � 30 � � ' __ _ _�: <br /> i 3� � �o�cnoN, ��u � u� rN <br /> . <br /> N ';'; '� E I I I I i � � I �3 <br /> � " ` � COIdJUNG110N MN1N AR�°iI7EC7UiZAL <br /> ;,�, � <br /> � , � _ _ __�} <br /> ; : � 3� � a � 5��6„ � ........; .. �� . <br /> DRAYNNGS. THE �9ERAL <br /> � , � � � � \ CONIRAGTOR �IALL VERIFY AND <br /> � � I �' �� �i � ; _�,� ,� �� COORDINATE DIIdENSIONS AB�Oi�IG <br /> , � <br /> � � i ; ..... , °' <br /> o� � ALL DRAIMNGS. ANY <br /> � .. I I I � 0e �sc�ara�s, oo��c��a� <br /> � .._._ __ - <br /> _ _ <br /> r <br /> �t � ...,� . .... :��: 3 ....«,. '� t E � ... .:....:........ .. ......�... . . .. . . ..... . ... .... ,\:� .. <br /> ' --, t <br /> V <br /> � <br /> ; � ; � � . � QO�, � <br /> ; , � I C �' <br /> � - <br /> ; ��. . <br /> . <br /> � <br /> z `� <br /> , �- � � v <br /> � _ � '� , RESfllU�101� P�I�t TO �G <br /> � : <br /> , ___ <br /> ___ ;�,�,� <br /> ., _. <br /> , ; � ____ -�,;;��� " � � ' C7 ' C8 <br /> _- �,�� �C5 ( � ��' '; ' C6 � � � � � � �'�H MpRK OR FA�tICATI0N0 � <br /> , <br /> , <br /> � <br /> __._ � '�,'�,a ', '���x;�,,,� ' �� I i ti 11'!E Il�l(S) IN QUES71�1. <br /> �� I I i � �. <br /> '��� 1��`- - ';��� �`: � ``�`���� �� , F8.0 � � �� 30 - -F8.01 -- F8.5 _ ----F7.0 -� - -_ __ -- - - - - � NOT A FULL �� DRAWING UNi� <br /> (,�,_'. �T� : _ - - - � k - - '..._-.- .r___-- Qn �� ..,..uu.. , .:,.,................. .... .'� t�. � ; � � .� _....� rR1�� VIA 6�� X �� ��LI• �� <br /> 'i U � • G <br /> � �� `� °- ` � » ' '�FIiS SFiEET IS NOT 24' x 36° <br /> �r 1 -6 � ,� � � I � ( <br /> � � <br /> ,; ���'�,� � � CF1 � (nP) 25'-0" i � � �ae aT IS aoT zo sc�. <br /> , <br /> i '�: w4 ' ` - -- - --- <br /> , , � <br /> � �`� �' � ���� ' � ��� � , <br /> � 't`� ���,y � � swF1 f ��I �' ;,����, A ; ; � a�,� <br /> i ,� � � � : � , ,� � 3'-0" � �� Q � �� <br /> �' `�; � � _ �; _ ' ; SWF1 3'-7" ; v�� <br /> � � I , <br /> ; <br /> � � ` I €� '+ 30 W5 TYP _ _ � ; � I � � <br /> } � + <br /> ,� o � <br /> t <br /> . � <br /> , <br /> � � <br /> � i <br /> � i � � <br /> , <br /> , <br /> r � � <br /> � t � <br /> . , <br /> `� i <br /> � <br /> � <br /> __ � <br /> , <br /> I <br /> - � I _ <br /> : . <br /> � �: I <br /> � -- - <br /> N <br /> � - u � <br /> �., � <br /> � <br /> . <br /> , _ <br /> , _ ° <br /> .. .� ,�� � ` .... . . .. � .............. <br /> _ . _� ,,... .._ �.,� .::...:.... ..... . i_ < i� N � <br /> (: � � � ��a�� ------ ,l--- '� �: ..;:.� � II I I <br /> , �ti�� � E, ��, �0���.., S � �....a I I � .-� - - - -. <br /> ;� ; � <br /> � �, <br /> -� ' ' 'Y 3��..L�:J.._.... ._az ..�. ...��..�. a� <br /> , . , a ___.--_-.. __ ._._-___ __ _ <br /> ( �l � - � - � -- : - - - - � --- _ � ;�- - - - 9 i-- - -- - - �1� - � <br /> �. .. . <br /> Y N <br /> � .. �. : • :... � '-. v <br /> c' <br /> � �� � <br /> � � ' ' <br /> .. � a� � ,.� . .. <br /> � � ; ` :: �`a, ��. . 3 <br /> x <br /> , <br /> �_��' � : : t � > : � � ; 2 ,t .::i:..,j .�r - �-.- . . .._-y�- <br /> � <br /> � � <br /> .� � <br /> � . <br /> \ ti <br /> ,.;. <br /> � : � � � � . . . ..._.,.-, : ._ � <br /> �"� �'� �' ? �� Q�� O� _ ' - __. _ .-_ '. � �::��t�l...c..,'�. ��s;ii, . 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I I � ��::: S t� E - _--__-� ' __. - .- <br /> � O � .�. � :._.���.; � ..,........,........_ ..._. ............... ..... ....... .. ._ ' <br /> �-- .� ,- -�- � - , -- - -- � -- � � ; ._.. . . ......: . ... . .. ��� ,. . � , .....�.._..,. _ . �....... � IZL�'I�IONS: DA�I�L <br /> , . � i � I I - - ------- -�----- -- <br /> - -- <br /> , ,� � � ; , - -- --- - - 3,--��,-_- _ ____ ......���___ - 3� �„ 6» - - � I � <br /> �� <br /> ', � ii n � - - � - � x � <br /> { <br /> _ ; �"� � � o � � �� � F4.5 � F4.5 � � � <br /> ; � <br /> . � �, > <br /> � , - - <br /> ."�nx:c x,� .�,�� � �L�.e-�n <br /> , TYP i <br /> ____�. , > - i <br /> � I � I N I I I <br /> ; <br /> �_ __ � � �'`,�x� , `� ' � 3'-10�„ � � <br /> , '��, � '� T.O.FTG = 422.0' � �-- - �--- - k � � CONCRETE STAIRS ON � � <br /> ; " � <br /> _::::.: � <br /> 2 CITY UPDATES 10 13 17 <br /> ? �,,X � ; � � <br /> ��, ,� ,:, GRADE PER TYP DEfAILS <br /> _�.��__ _--=�, � �'�, <br /> , �, <br /> _�_ , � <br /> �,, � <br /> , _ �, _ � . _ ___ <br /> � � <br /> � ��v 8" THK CONC PIT WALL � ` . <br /> � �< <br /> ',!. � '�, I � � � <br /> , <br /> , <br /> „ � <br /> , , , � � ; <br /> > <br /> ,, , � <br /> , � , � <br /> ;� � , � , � �,. �......�._.. ..... �- -��--- .___ - _ � <br /> „ , <br /> � �� � �, . _. __ _ � <br /> , . , , _ __ _ ___ _______ . _ _�.__. ._ . . __ _ _ <br /> � <br /> I I I � <br /> � � � <br /> � . ; <br /> �'t� I SITE RETAINING WALL PER � � �� ( ; �� <br /> � <br /> ? '� `k � I � TYPICAL DETAIL � "T <br /> � , (TYP) � � <br /> , �, __.. <br /> , , _.__ <br /> � ; ; ��,, � � � ___ ___ _ � __ � _v _ .. � ____ _ _._.____ � <br /> �;, ; , ��°, �� : � <br /> � <br /> > <br /> . xx � r , .. . _ x�_ � �_ <br /> ;:, �� �, �h . d...z��:r'�-���:`x�',t-��rt�.��nxnk�u'x";%`�:x��.�14/k�x;r'/�'k'`;r�`:�ek.",��;:'`x�'�.,:'"'u._�..x'k„�x-k.s;`:.x..��..�x x..>-�'::t`n��?r4.�-...:;r�_;:s;!`;�',l'�";F��t^'`x�x"x�1;�'.�.k.1`�;F�",��a'`�;�`x x`x-,rx��.x''�xi�-/�x�`.:t,a���a`�:r'. x..,x`:�x.�,.,f`.���!�C�l� �lj!k"u" �,1x�%X�luu���`.1k�k .�1%k'Y�l�lul k'uV`� <br /> �! �: r O O / �> � <br /> � , , <br /> � <br /> �,; , : � �� �' ' I � � \ <br /> a ��� <br /> � <br /> I <br /> I I <br /> I < \ <br /> I � I \ <br /> < <br /> \ <br /> X a. <br /> \ <br /> `�. �xxxxu� <br /> , , , ,.. <br /> �� , <br /> , <br /> � . _..._..---.. �___ _...._____ ______ __ ... _ _._.._... ....... ..................._....._... _..... _ . ,;� <br /> ;:, ; _ _ _--__ _ . _.__.. ___. r <br /> t � I f _:1•. , <br /> � ' I <br /> �. <br /> 1 .......... 3 ._�_.. <br /> ,j <br /> _ � :..', f i <br /> __.... .. <br /> '_ j � � � <br /> t, tj _ - ' � � � <br /> . <br /> : ; ; _. _ _ - { � I \ <br /> __ <br /> ; , _ i ?_ <br /> _, i � ; <br /> _. ; <br /> .__ .. - � � _ . <br /> , <br /> ; i ` 3 I � <br /> ; ', ��. � � , <br /> � <br /> ; <br /> . , � . ; , � .._._.. ...._ `l;<, .,lXXX`C,l� ..__ ......... <br /> .� `� � ` e � i t .__........._________ . .___..__ ._..__. _._ ....._._.... .. ..._... __..._._.. ......___._____ _.__._ ...._.....___.____ __.__.._._._....._.._..__..___ _ .. .....__. _.___T _. .� � _........ .__.._. . �. . <br /> < < � t - r � <br /> � <br /> . ' ,t ' ( : i �: � 3Ii <br /> �� <br /> t <br /> i i � <br /> i <br /> i <br /> � ., i : 1 t . ; ,: .. <br /> _� <br /> . <br /> ` <br /> � . �.' � � � � � � � i � <br /> : • i i : ; ; , -___._ _.......:. . i :. : , . <br /> . _ , . I � > > „ , 1 " � i 4 <br /> 14'-9" I \ 26'-1" � ( 19 -11/ � 7 -0� I 20�_6° I 6�_�" I 19'-11" I 17'-7" � � <br /> � 1'-9�,> � � ��_4��, 137 -0 I <br /> FOU�NDATiON PLAN ' '° � <br /> » , „ ,-� , �''� / _ �-� _ i-'-� �-'- �_. <br /> SCALE: 1 8 = 1 -0 � 1 � � � � � � <br /> , <br /> � � I (� �� ( �' � i -� �� �� J �� � � � � ' 1 (� �� � �I � ��" � � i �� � � � �� DEZA�VN BY �i1/ <br /> , <br /> � , , „ � <br /> , <br /> , <br /> = � � - � <br /> � � ; � ., � , � ; . � � / � <br /> , ��. , � <br /> __. ,_ ,_.. � <br /> DULE F'c=300�PS1 ' =3�OOPS1 FOUNDATION NOTES , � <br /> FOOTING SCHE ( ) SHEARWALL/'COM�INED FOOTING SCHEDULE (F c ) �'-'��K�° �1 "''� <br /> MARK SIZE REWFORCING 1. COORDINATE DIMENSIONS WITH ARCHITECTURAL PLANS. DIMENSIONS ARE CONTROLLED BY THE ARCHITECTURAL DRA�NINGS. ANY DISCREPANCY IN DIMENSION BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS MUST BE BROUGHT TO THE ENGINEER'S ATTENTION. � <br /> MARK SIZE REINFORCING � - <br /> � , „ #5 AT 9" OC EW (BOT) 2. COORDINATE WITH MECHANICAL AND PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PENETRATIONS THROUGH FOOTINGS AND SLAB. SEE 1/5301 FOR PIPE UNDER OR THROUGH FOOTING DETAIL ��EZ�)�C_� � �� <br /> F4.5 4'-6" x 4'-6" x 1'-2" (5) �5 EA WAY SWF1 SIZE PER PLAN x 2 -0 DEEP #5 AT 9" OC EW (TOP) <br /> � <br /> 3, FX.X INDICATES FOOTING MARK. SEE SCHEDULE FOR SIZE AND REINFORCEMENT. COLUMN FOOTINGS SHALL BE CENTERED ON COLUMNS UNLESS NOTED OTHERWISE. <br /> OF7.0 7 -0 x 7 -0 x 1 -6 (9) �5 EA WAY SWF2 SIZE PER PLAN x 2'-0" DEEP �5 AT 8" OC EW (BOT) SE-l� ISSUE DA[-E: �/t�I^��'17 <br /> � �� ' �� � �� �5 AT 8" OC EW (TOP) 4. XXX INDICATES ESTIMATED TOP OF FOOTINGS WITH REFERENCE TO TOP OF SOG OR FINAL FINISHFD GRADE AS APPLICABLE. TOP OF FOOTING ELEVATION WILL VARY WITH FINAL GRADE ELEVATION. GC TO COORDINATE WITH CIVIL AND ARCHITECTURAL DRAWINGS TO \ <br /> #5 AT 12" OC EW (BOT) VERIFY THAT THE BOTTOM OF ALL FOOTINGS ARE AT LEAST 1'-6" BELOW THE FINAL FINISHED GRADE. PLINTHS AT COLUMNS AND STEM WALLS AT CONTINUOUS FOUNDATION MAY BE REQUIRED TO ACCOMMODATE THE FINAL GRADE VARIATIONS. <br /> F7.5 �'-6" x 7'-6" x 1'-8" (8) #6 EA WAY CF1 SIZE PER PLAN x 2'-0" DEEP #5 AT 12" OC EW (TOP) � <br /> 5. SUBGRADE FOR FOOTINGS AND SLAB ON GRADE SHALL BE COMPACTED AND PREPARED UNDER GEOTECHNICAL GUIDANCE. SHEET Tl i-�E <br /> F8.0 8'-0" x 8'-0" x 1'-10° (9) #6 EA WAY y�ALL FOOTING SCHEDULE F�C��VOOPSI� 6. CONTINUOUS FOOTINGS MAY BE STEPPED TO ACHIEVE THE MINIMUM DEPTH PER 3/S301 � <br /> � ,:., <br /> 7. SEE GENERAL NOTES ON S111 AND S112 FOR ADDITIONAL INFORMATION. ����� � ''°=F''`' <br /> F8.5 8'-6" x 8'-6" x 2'-0" (9) �7 EA WAY WIDTH "b" DEPTH °t" REINFORCING _ <br /> , �� <br /> ��� <br /> � 4'-0" 2�_p°� �6 AT 8" OC SW (BOT) 8. SEE SPECIAL INSPECTIONS ON S113 FOR ADDITIONAL INFORMATION. ' <br /> (4) �5 LW (BOT) <br /> SHEE C n <br /> 4'-6° 2,_�„ <br /> #6 AT 8" OC SW (BOT) 9• SEE ARCHITECTURAL DRAWINGS FOR RECESSED SLABS AT BATHROOMS AND OTHER LOCATIONS. PSM C O N S U LTI N G E N G I N E E RS, I N C. � <br /> (5) #5 LW (BOT) 10. CONTINUOUS WALL FOOTING REINFORCEMENT SHALL EXTEND 2'-6" IN TO THE INTERSECTING WALL FOOTING OR COLUMN FOOTING. 2200 SIXTH AV EN U E, SU ITE 601 <br /> #6 AT 8" OC SW (BOT) SEATTLE, WA 981 21 � <br /> 4'_9" 2,_0» <br /> (5) #5 LW (BOT) 11. ALL WALL FOOTING SHALL BE EXTENDED A MINIMUM OF 1'-6" BEYOND THE END OF WALL UNO. P: 206.622.4580 F:206.622.0422 <br /> www.psm-engineers.com <br /> 12. SEE SHEET S302 FOR COLUMN DETAILS AND SCHED AND SEE SHEET S303 FOR CONC SHEARWALL SCHED. <br /> �� • <br /> �� <br />